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| 1 | Complete removal of existing Roof treatment in any layers including demolition of PCC in roofs unreinforced and disposal of debris to a distance exc 250 metre and not exc 500 metre out of MoD land complete all as specified.Note: i) The rates are inclusive of removal for any type old water proofing treatment over to Main RCC slab. ii) All the dismantled debris are required to be removed from ARDE premises right after demolition so that process of user should not get obstructed. (iii) The rates are inclusive upto height floor five level.contractor quoted rate is inclusive of necessary scaffolding and nothing extra shall be admissible. |
| 2 | Material and labour for Cutting cracks to V section in existing roof or terrace, cleaning out and filling solidy with a coat of approved Crack Filler complete all as per manufacturers instructions and all as specified and directed.Make : Dr Fixit Crack X Shrinkfree or Smart care Crack seal |
| 3 | Material and labour for PCC 1:2:4 (Type B0 using 12.5 mm graded crushed stone aggregate) (40mm thick avg) as in levelling course to match the undulations of roof and in coving, roof kerbs including benching etc including necessary formwork and finished rough surfacecomplete all as specified and directed.Note:(i) The rates are inclusive upto height floor five level.contractor quoted rate is inclusive of necessary scaffolding and nothing extra shall be admissible. |
| 4 | Material and labour for rendering10 mm thick in cement mortar 1:3 mixed with liquid water proofing compound (ISI marked) of approved make as per manufacturer\"s instructions over RCC roof slab and finished fair and even without using extra cement complete all as specified and directed.(Liquid water proofing compound shall be measured and paid seperately as \"Supply only\".) |
| 5 | Supply and fix 3mm thick APP pre-fabricated membrane with non woven polyester matt central core of 160 gsm (min) impregnated and coated on both side layer of APP modified bitumen and finished with micro-perforated heat fusible poluthene film on both surfaces over 0.3 ltrs/Sqm bituminous primer confirming to IS--3384. The weight of APP membrane shall not less than3.0 kg/Sqm and laid over primed surface by using torch application uniform preserve with roller. The overlap of membrane shall be 100mm on sides and 150mm on end laps. Applying a coat of hot blownbitumen 85/25 grade @1.2Kg/Sqm over the membrane and finally applying two coats of aluminium paint @ 0.10 ltrs/Sqm as directed by Engr in ChargeMake:- Torch shield, Asian Paints smart care APP Membrane, IWL SIkka, ForsrocNote:-(i) The work should be executed through authorised applicator only. Approval of which shall be taken from GE before commencement of work.(ii) The contractor has to furnish guarantee for 10 years for APP membrane. |
| 6 | Material and labour for Cutting/Chipping of the spalled,unsound concrete of slabs,beams,columns ,fins,facia,parapets&chajjas etc, and damaged /distressed plaster by scapping with utmost care to expose reinforcement ,cleaning the rusted reinforcement by rubbing wire brushes or emery paper & cleaning the surfaces of any thickness to receive guniting/plastering and disposal of debris not excedding 500mtrs all as specified and directed |
| 7 | Supply and Fix hard drawn steel wire fabric not exceeding 4Kg/Sqm cut to lenth ,bent to shape tying with and including mild steel wire (anealed) not less than 0.90mm dia as in reinforcementcomplete all as specified and directed. |
| 8 | Material and labourfor preparing surfaces and applying a coat of Nito Bond AR of M/S Fosroc chemicals or equivalent approved bonding agent as per manufacturers instructionsand applying pressure guniting averaging25mmat a pressure of not less than 6kg/sqm in cement mortar 1:3 with and including suitable bonding agent of M/S sika or equivalent @5% of weight of cementas per manufacturer instruction and finishing surfaces rough conforming to proper geometrices including providing double scaffolding and safty measures complete all as specified and directed |
| 9 | Material and labourfor Complete removal of existing treatment Cutting out cracks to V-section in existing plastered walls, cleaning out, wetting, grouting with suitable crack filling agent like Dr. Fixit Crack X or Dr Fixit Crack X Shrink Free or Dr Fixit Pidicrete URP with respect to the width of crack Complete all as per manufacturers instruction all as specified and directed. |
| 10 | Material and labour forremovingany type of trees/vegetationswith root from wall, roof slab, over head tank portions, shafts, rain water pipe portions etc of any height and applying suitablechemical tothe affected area to arrest further growth and making good damaged portions with PCC 1:2:4type B0 using 12.5mm graded stone aggregate all as directed. Note : Safety precautions like rope, safety belts, helmets , ladder etc shall be responsibility of contractor and rate quoted is deemed to included for the same. |
| 11 | Demolition and breaking up drain PVC (SWR) pipes jointed in cement mortar/solvent, internal dia of pipe upto 160mm in any position fixed on wall or in floor at any height including necessary scaffolding if required as per direction of Engr-in-Charge complete all as specified and directed. |
| 12 | Supply and fix 160 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joint fixed to walls at any height including necessary scaffoling if required complete all as specified and directed. |
| 13 | Supply and fix110 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joint fixed to walls complete all as specified and directed. |
| 14 | Supply and fix PVC (SWR) bend any radius shoe, socket etc 160mm bore with access door at any height including necessary scaffolding if required complete all as specified and directed. |
| 15 | Supply and fix 110 mm PVC (SWR) bends any radius with acess door complete all as specified and directed. |
| 16 | Supply and fix75 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joint fixed to walls complete all as specified and directed. |
| 17 | Supply and fix 75 mm PVC (SWR) bends any radius complete all as specified and directed. |
| 18 | Supply and fix 75 mm PVC (SWR) bends any radius withacess door complete all as specified and directed. |
| 19 | Material and Labour for complete removal of existing treatment and applying two coat of distemper oil emulsion over a coat of alkali resistance primer over 1mm thick wall care puttyon wallSurfaces complete all as specified anddirected. |
| 20 | Material and labour for preparation of old plastered surfaces of ceiling and applying one coat of oil bound distemper all as specified and directed |
| 21 | Cleaning of any type of roof of area exc. 100 sqm but not exc. 300 sqm, alongwith external face of wall of building at any heightby removing leaves, vegatation growth, debris and accumulated mud by washing brushing or by any means without hampering the water proofing membrabe (if provided) from permament roof not accessible including cleaning of rain water pipes of any description and removing of debris/ spoil from site and deposing the same to low lying area exc 0.5 km and not exc 1.5 km complete all as specified and directed by Engr-in-Charge. |
| 22 | Cleaning of any type of roof of area exc. 300 sqm and not exc 500 sqm, alongwith external face of wall of building at any heightby removing leaves, vegatation growth, debris and accumulated mud by washing brushing or by any means without hampering the water proofing membrabe (if provided) from permament roof not accessible including cleaning of rain water pipes of any description and removing of debris/ spoil from site and deposing the same to low lying area exc 0.5 km and not exc 1.5 km complete all as specified and directed by Engr-in-Charge. |
| 23 | Material and Labour for applying one coat of plastic emulsionpaint on wall including preparation of old decorated wall surfaces complete all as specified and as directed. |
| 24 | Dismantling Plain or corrugated steel sheeting any guage, thickness etc including nainital or similar pattern at any height including scaffolding etc complete all as specified and directed. |
| 25 | Supply and fix1.00 mm thick Plain, galvanised, mild steel sheeting, in ridges, hips, valley gutters, drip and straight flashings at any height including necessary scaffolding (length and girth as fixed) with grade of zinc coating 275 complete all as specified and dircted. |
| 26 | Supply and fix Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. |
| 27 | Material and Labour for Excavating in post holes (or similar holes) each n exc 0.5 cu. m, in Hard/ Dense soil getting out Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point directed by Engineer-incharge. |
| 28 | Material and labour for PCC 1:3:6 type C-2 using 40 mm graded stone agg as in fdn filling and mass concrete complete all as specified and directed. |
| 29 | Supply and fix rolled mild steel work in tubular trusses, post, rafter, purlin etc including special shaped washer etc. complete using ERW or induction butt welded tubes confirming to IS-4923-1997 YST 310 etc. complete all as specified and as directed. |
| 30 | Excavation in trenches, not exc 1.50 metre depth& n. Exc 1.50metre wide for foundation etc & getting out in soft/loose soil complete all as specified and directed. |
| 31 | Returning filling including spreading, leveling watering & Well ramming in layers n.exc 25 cmthick in any type of soil complete all as specified and directed. |
| 32 | Removing excavated/dumpedmaterial exc. 1.50 km but n exc. 5 km and depositing where directed at a level n. exc 1.50metre above starting point complete all as specified and directed. |
| 33 | Material and labour for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted brought up to course built in CM 1:6 complete all as specified and directed. |
| 34 | Material and labour for walling of random rubble, brought upto course, well bonded, bedded and solidly hearted, built in CM (1:6) but except stonecomplete all as specified and directed. |
| 35 | Material and labour for extra over granite or trap stone walling for hammer dressing to face stones and dressing of face beds and joints as specifiedof random rubble walling uncoursed or brought uptocourse with 40mm maximum depression on face from straight edge held against the dressed surface complete all as specified and directed. |
| 36 | Raking out joints/pointing built in cement mortar to random rubble masonry, uncoursed or brought upto course complete all as specified and directed. |
| 37 | Material and labour for flush pointing to random rubble, uncoursed or brought upto courses in CM 1:4 complete all as specified directed. |
| 38 | Material and labour for Providing PCC (1:2:4) type B1 using 20 mm graded aggeregate as in coping including necessary formwork complete all as specified and directed. |
| 39 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. |
| 40 | Materialand labour for preparation of new steel surfaces of any description not otherwise described exc 10cm in width or girth & applying with two coats of synthetic enamel paint over a coat of red oxide primer all as specified and directed. |
| 41 | Demolitionand breaking up drain pipes (salt glazedwere/AC/RCC ) set in CM,dia of pipe 150 mm dia all asdirected at site. |
| 42 | Material and labourforPCC 1 : 3: 6type C2(using 40 mm graded aggregate) as in bed to drain pipeincluding packingunder & haunching against the sides of pipes of 150 mm dia after they are laid tested complete all as specified and directed. Note: Thickness of bed below pipe shall be 10cmand width shall be outer dia of pipe plus 30cm. |
| 43 | Material and labour for reinforced concrete pipes, class NP2, laid and jointed complete with collars of dia 150 mm complete all as specified and directed |
| 44 | Demolition & breaking up drain pipes (salt glazedwere/AC/RCC ) set in CM,dia of pipe 200 mm dia complete all as specified and directed |
| 45 | Material and labour forPCC 1 : 3: 6type C2(using 40 mm graded aggregate) as in bed to drain pipeincluding packingunder & haunching against the sides of pipes of 200 mm dia after they are laid tested complete all as specified and directed.Note: Thickness of bed below pipe shall be 10cmand width shall be outer dia of pipe plus 30cm. |
| 46 | Material and labour for reinforced concrete pipes, class NP2, laid and jointed complete with collars of dia 200 mm complete all as specified and directed |
| 47 | Demolition of brickwork or stone/boulder masonry,built in cement mortar or cement lime mortarincluding all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed. |
| 48 | Material and labour Pre-cast cement concrete block masonry type C1 1:3:6 (20 mm graded aggregate)with solid blocks, exc. 10 cm in width and setting in mortar(1:6), complete all as specified and directed |
| 49 | Taking down cement plaster of any description on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed. |
| 50 | Material and labour forrendering 10mm thick in CM 1:6 on Brick/ Block surfaces finished even and smooth without using extra cement complete all as specified and directed. |
| 51 | M&L for rendering 15mm thick cement plaster in CM 1:4on other than fair faces of brick/concrete surfacesfinished even and fair with using WPC @3% by weight of cement, Complete all as specified and as directed by Engineer-in-Charge.Note :-Integral water proofing compound shall be measured and paid separately as \"Supply only\". |
| 52 | Supply only liquid water proofing compound, Complete all as specified and as directed by Engineer-in-Charge. |
| 53 | Demolition of Stone slabs, and paver blocks tilesof any description or thickness in floors, apronslaid bedded and pointed in any mortar complete all as specified and directed. |
| 54 | Demolition of cement concrete of any description and in any position not otherwise specifically provided for, Complete all as specified and as directed by Engineer-in-Charge. |
| 55 | Material and labour forbroken stone hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed toa true surface complete all as specified and directed. |
| 56 | Material and labour for PCC 1:4:8 type D2, 75mm thick using 40mm graded stone aggregate as in sub base complete all as specified and directed. |
| 57 | Material and labour for PCC1:2:4 type B1 , (20mm graded stone aggregate) ,100mm thick as in floor and finish the surface even and smooth without using extra cement complete all as specified and directed. |
| 58 | Material and labour for crushed stone sand filling belowinterlocking paver block including spreading and levelling complete all as specified and directed. |
| 59 | Material and labour for 60mm thick machine pressed precast concrete interlocking paver block rubber moulded,reflective type colouredany shape and size with grey cement & pigment confirming to IS 15658-2006 of M-35 gradecomplete all as specified and directed. |
| 60 | Supply and fix Framed work such as grills,gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar workguard bars fixed to steel window or ventilator conforming to Fe 290 Gde E-165, etc. complete all as specified and as directed by Engr - in - Charge. |
| 61 | Material And Labour for Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade `A\" thickness of slab 100mm complete all as specified and directed |
| 62 | Material and labour for 75 mm thick Cement concrete type C1, 1:3:6 (using 20 mm gradedstone aggregate) in plinth protections/ hard standing path etc finishing the surface without extra cement even and smooth, Complete all as specified and as directed by Engineer-in-Charge. |
| 63 | Providing and fixing in repairs vertical Zebra Blinds for Windows Dual layer polyster roller Blinds of 100mm wides of required colour and shade including and necessary fittings of approved make complete all as manufacturer instructionsand as directed by Engineer-in-Charge. |
| 64 | Hacking out old broken glass (any thickness, size, quality or description) from metal frame including punching or drilling out old glazing pins/spring clips and providing and fixing new ones, complete all as specified and directed. |
| 65 | Supply and fix Rough cast wired glass, 6.4mm thick of area exc 1.00Sqm and n. exc 1.50 Sqm and glazing clip with oil putty at any height including necessary arrangement complete all as specified and directed. |
